Reduced-order computational model in nonlinear structural dynamics for structures having numerous local elastic modes in the low-frequency range. Application to fuel assemblies
Autor: | Anas Batou, N. Brie, Christian Soize |
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Přispěvatelé: | Laboratoire de Modélisation et Simulation Multi Echelle (MSME), Centre National de la Recherche Scientifique (CNRS)-Université Paris-Est Créteil Val-de-Marne - Paris 12 (UPEC UP12)-Université Paris-Est Marne-la-Vallée (UPEM), EDF R&D (EDF R&D), EDF (EDF), Université Paris-Est Marne-la-Vallée (UPEM)-Université Paris-Est Créteil Val-de-Marne - Paris 12 (UPEC UP12)-Centre National de la Recherche Scientifique (CNRS) |
Jazyk: | angličtina |
Rok vydání: | 2013 |
Předmět: |
Nuclear and High Energy Physics
Engineering global elastic modes reduced-order model Modal analysis Structure (category theory) local elastic modes 02 engineering and technology Space (mathematics) 01 natural sciences nonlinear structural dynamics 0203 mechanical engineering General Materials Science 0101 mathematics Safety Risk Reliability and Quality fuel assemblies Waste Management and Disposal [PHYS.MECA.VIBR]Physics [physics]/Mechanics [physics]/Vibrations [physics.class-ph] Basis (linear algebra) business.industry Mechanical Engineering Seismic loading [SPI.MECA.VIBR]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Vibrations [physics.class-ph] Structural engineering Mechanics [SPI.MECA]Engineering Sciences [physics]/Mechanics [physics.med-ph] 010101 applied mathematics Nonlinear system Range (mathematics) 020303 mechanical engineering & transports Nuclear Energy and Engineering A priori and a posteriori business |
Zdroj: | Nuclear Engineering and Design Nuclear Engineering and Design, Elsevier, 2013, 262 (-), pp.276-284. ⟨10.1016/j.nucengdes.2013.04.039⟩ |
ISSN: | 0029-5493 1872-759X |
DOI: | 10.1016/j.nucengdes.2013.04.039⟩ |
Popis: | International audience; We are interested in the construction of a reduced-order computational model for nonlinear complex dynamical structures which are characterized by the presence of numerous local elastic modes in the low-frequency band. This high modal density makes the use of the classical modal analysis method not suitable. Therefore the reduced-order computational model is constructed using a basis of a space of global displacements, which is constructed a priori and which allows the nonlinear dynamical response of the structure observed on the stiff part to be predicted with a good accuracy. The methodology is applied to a complex industrial structure which is made up of a row of seven fuel assemblies with possibility of collisions between grids and which is submitted to a seismic loading. |
Databáze: | OpenAIRE |
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